LRFD Design Strength & ASD Allowable Compressive Strength of a W-shape column w/o a slender element
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4 سال پیش
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In this video, I discussed
In this video, I discussed the detailed solution in solving the nominal compressive strength, the LRFD Design Compressive Strength, and the ASD Allowable Compressive Strength of a W-shape column pinned at both ends if the rolled shape has no slender element in accordance with NSCP 2015 provisions.
I also discussed how to calculate the safe service compressive live load that the beam can carry if there is a given service compressive dead load considering both the LRFD and ASD.
I also discussed how to calculate the safe service compressive live load that the beam can carry if there is a given service compressive dead load considering both the LRFD and ASD.
4 سال پیش
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